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RE: Min. Steel in columns

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According to ACI 318-95, Section 22.2.2, "The use of structural plain
concrete columns shall not be permitted." 

> -----Original Message-----
> From: S. A. Masroor [mailto:smasroor(--nospam--at)gem.net.pk]
> Sent: Tuesday, February 06, 2001 6:10 AM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: Min. Steel in columns
> 
> 
> >We have a 4'x4' concrete column under 110 k axial load (D+L) and 60
> >k-ft bending,
> Can you design it as a Plain Concrete column?  I am sure you 
> have all the section modulus you need..
> 
> Masroor
>